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246 NE 100 St (6)Miami Shores Village 10050 NE 2nd Avenue Printed: 3/18/2005 Applicant: PATRICIA GISPERT Owner: GISPERT PATRICIA JOB ADDRESS: 246 NE 100 ST Contractor OBENOUR ROOFING Local Phone: 305 - 757 - 2612 Parcel # 1132060134470 Signed: (INSPECTOR) Building Permit Phone: 305 -795 -2204 Permit Number: BP2005 -317 Permit Status: APPROVED Permit Expiration: 8/27/2005 Construction Value: $14,000.00 Work: RE -ROOF Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A - 101 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 7 & W1/2 LOT 6 BLK 33 LOT SIZE Fees: Description Amount FEE2005 - 3507 Building Fee $325.00 FEE2005 - 3508 CCF $8.40 FEE2005 -3509 Training and Education Fee $2.80 FEE2005 -3510 Technology Fee $8.13 FEE2005 -3511 Scanning Fee $21.00 FEE2005 -3512 Submittal Fee ($50.00) Total Fees: $315.33 Total Fees: $315.33 Total Receipts: $0.00 '0gip 0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMEN,CEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: .THE UNDERSIr3NED hereby gives notice that Improvements will be made to amain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Legal description of property and street address: d �r h. a/ 2. Description of Improvement: 3. Owner(s) name and address: Interest In property: Name and address of the simple titleholder: 1 4. Contracrot's name and address: 5. Surety:(Payment bond required by owner trom.contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the tollowl g person(s) to receive a copy of the Uenor's Notice Section 7 13.13(1)(b), Florida Statutes provided In Name and addresa: Notary Public .Print Notary's Name ir tralion ' ' date 0f MIS t\1 nt L .., „! Commencement: L dltferprtt date Is specified) 410Fil i. "`.• P_dat- Owner. Nama P f rIGa.) A-. -'' ti vot*t to arid = ubsaibed before me this 1 - �day of �. -�,�1- .y(i3.2CO . .1ATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that th:s 1s a trj copy of the original lip d in this oihc n 7 day , A D 20 DJ WITNESS my hand and Official Seal. HARV c Ii, CLE By . • 3. ! rcui. _ _ 111 Ell l l 11111 11111 1111 1111 CFN 200.5R022248 OR Bk 23142 P9 1912; U1P9) RECORDED 03/07/2005 13 :45:06 HARVEY RUVINp CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE ounty Courts D.G. PRODUCER FRANK H. FURMAN, INC. FRANK H. FURMAN #A091425 P. O. BOX 1927 POMPANO BEACH, FL 33061 INSURED OBENOUR ROOFING SHEET METAL & SUPPLY CO INC 9301 N E 6 AVENUE SUITE A101 MIAMI SHORES FL 33138 CO LTR A B TYPE OF INSURANCE GENERAL UABILTY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR OWNER'S & CONTRACTOR'S PROT AUTOMOBILE UABILITY X ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON•OWNED AUTOS GARAGE UABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: INCL EXCL OTHER POUCY NUMBER 2049055958 2049055961 83024364 MIAMI SHORES VILLAGE ATT: BUILDING & ZONING DEPT 101350 N E 2 AVENUE MIAMI SHORES FL 33153 ACORO DATE (MM/DD /YY) 12/28/03 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A CONTINENTAL CASUALTY INS COMPANY B TRANSPORTATION INS CO COMPANY C BRIDGEFIELD EMPLOYERS INS CO COMPANY D .............................. CQVERAGES .......:..::..........::...... .............................. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE DATE (MM/DD /YY) 6/01/03 6/01/03 1/01/04 POUCY EXPIRATION DATE (MM /DD /YY) 6/01/04 6/01/04 1/01/05 AUTHORIZED 7PtESENT71VE rr UNITS GENERAL AGGREGATE PRODUCTS - COMP /OP AGG PERSONAL & ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EACH ACCIDENT AGGREGATE EACH OCCURRENCE AGGREGATE X WC STATU- TORY LIMITS OTH- ER EL EACH ACCIDENT EL DISEASE- POLICY LIMIT EL DISEASE -EA EMPLOYEE $2,000,000 $2,000,000 $1,000,000 $1,000,000 $ 50,000 $ 5,000 500,000 $ $ $ $ $ $ $ $ 100,000 s 500,000 $ 100,000 DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/SPECIAL ITEMS CEL : LA SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTY OF AIR KIND UPCMITHE COMPANY, ITS AGENTS OR REPRESENTATIVES. LB A RPORATIpint:> < 98 0 1 () Passed Inspector Comments 4/ `?12.e_ I I/ • 0 (''.---------- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. 7 until Inspection Number: INSP -3848 Inspection Date: 12/21/2005 Inspector: Grande, Claudio Owner: GISPERT, PATRICIA Job Address: 246 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Wednesday, December 21, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Block: Permit Number: BP2005 -317 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060134470 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 &--Ps 26 51 76 2 27 171441i. 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 / 57 82 8 33 ( 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 1` 50 75 100 t. SITE SPECIFIC INFORMATION Owner's Name: £ r 1 5 {p 1 Permit # ?OS' 317 Job Address 24‘ u V too 417 LA, t ,P• 1 4+6 $ .fil. Roofing Contrac or• P o c9v.' -(2_00,F-( 06,, Type of Tile: -k S A 1 S 1 'r 1't G:E'T Date Installed: t 2'4'0 g Approximate Roof Height---11 Roof Pitch: 3 7 ' t /- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: Z 190 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested I/. - ( Z - °S IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: `'mils V4 Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 \( P.E. 443101' TEST RESULTS P = PASS, F = FAIL Project o 6622 Sketch of Roof Job 2 4 ( o IJ - L O D S T ; LA • t t cf . Sheet Number ^a-of v Contractor s ue` m . ?Ao. i- Checked By Scale f e r5 11 9 �� ■ ■ ■r 3��� ■iT1 .► 1111 11110111ellffm Zo Gj A ' Z 1 � Notes: a Date Type Insp'n 4.g___Lac ( rre Permit No. 5 Po s- S 14 Name et S ,, � Address a ` ' IW ` S- Company 0 (emu -' Phone # Inspection Date 2)12.- orrection ❑ Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • Name Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 6 ,' L4 jn Permit No. 3l'7 Address Company 06-e r d (/ jot Phone # ` ^ Inspection Date 3 � �O Re- Insp'n Fee ❑ 4. 10050 N.E..2nd Avenue, Miami Shores, Florida 33138 Tel: (3 5),78 2 q x $3Q5) 756.8972 BUILDING 17,3 0 r 2 ( 1 Permit No. c)03 ✓ ` Tenant /Lessee Name Qualifier L T(lo State Certificate or Registration No. C opt 39 4, Alteration ❑New Describe Work: Ptja. ' ,l�l, a /�'.1L.Gf� Type of Work: ❑Addition Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department Structural Plan Review. $ PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple . // Titleholder) UU .c lid. � �/7 Phone # Owner's Address `AP P I — /Q 4i-e, City /lAtC)71A- Mae)) State Zip 39,,38 Phone # Job Address (where the work is being done) to NC 100,-,62ed City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 9e€ Z LL Phone # Contractor's Address 4 D / 4VE /? oi .(a& A - v' Cit ALta»a- ,,/ Zip p 3,3 /IS Architect/Engineer's Name (if applicable) Phone #' $ Value of Work For this Permit /4 ( XZ) Certificate of Competency No. airinCay 4( Square Footage Of Work: Repair/Replace fi ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ RJu O Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ , ! 80 Technology Fee $ L ee 13 Scanning $ p Radon $ Zoning Bond $ '� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. NOTARY PUBLIC: Sign: " L( (k e Print: `14 t'l7,''r Is }44 t 1 My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature -825 Contractor NOTARY PUBLIC: Sign: lrui tc 1 Print: `)R-A; /'/P j . //4'/ My Commission Expires: The foregoing instrument was acknowledged before me this _ The forqfng instrument was acknowledged before me this 0.1 day of , V I & by , day of / 4-- , 20') , by who is personally known to me or who has produced who is personally- known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. ****************************************************************************** * * * * * ;*, * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *,tr" ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning raCni vaLOCIT'Y NURRIU kfu ZODU3 - ItUVOTR4D CMUUR3 NOTIrICATTGN Mt a00F'IN(2 CODIEIIIITAATTDYi3 $15 Scope. As it pertains; to this section, it is the responsibility. of the T•C•sof•ian contra :•t=Ql to provide the owner with the i-equi.x•ed roofing permit, and to explain to the owner the content of this section. The px.ovisicns of Chapter 15 of the Florida Zni..1i ing Code, &i..11-1d.in the minimum r6icp.ti.re meets and standards or the industry for roofin o tern inetal:lacions. Additionally, the following items should be addressed pa.LC of the agreement between the owner and the contractor. Th owner initial in cast: designated space ind.icatee that the item has been explained 1. Aescbetics- workieA.nehip The workmanship. (High Velocity Hurricane 2one.) are for purpose the rp of u of C haF in er .L5 the roofing system meets the wind w nt r u s;i o that a1 performance standards. Aesthetics (appearance) and writer inr- ruain CunS.ideration with respect provisions. i o n . a issue;; 6LCh as color or architectural Ossa�p appearance, Aesthetic n ,1 zoning code, should be addresaed ak parc c,r' r Give agrr are not par; or the owner and The crx.!r..racr.or. 3 -2 m�llt bey wer, • a. caligawork Roofs common roofs are those which have no visible delineation between neighboring uaaGa (i.e,, townhouses, condominiums etc) • In buildings with CQcnm= roofs, the roofing contractor and /or owner should notify the occupants of adjacent unite of roofing work c be performed, 4. E.xpoetsd coiling #4 Exposed, en be underside or. �' am ceilings are where the the oof decking c.tr. be viewed from below. The owner ma wish ca maintain the architectural appearance; therefore: roofing nai penetration. or the3 underside of the decking may not he acceptable The provided the option of maintainirrg•this appearance. S. Powdi.n4 water; The C=urrent roof system and /or deck of the building may no drain well and may cause water Co pond (accumulate) in low- lying areas of the roof, Pending can be; an indication of atructura'l distress and may require the ceviG.,w of a profafssianal structural engineer. Pending may shorted the life e Ghe new roofing system. Pending conditio evident 1 of utt i the original rooting system is removed. Fencing conditions should be 0OrreCted. Overflav sauppQra (1,14.11 outlatu): It is required that ra.inwa flow off so chat the roof is riot overloaded from a buildup ter Perimeter /edge walls or other roof extensions may block this disoha_9e if overflow scuppers (wall outlets) are not provided. /c may be necessary to install overflow scuppers in accordance with the requiramenka of; 7, Vaz, Moor, roof structures should have eo natural airflow through the interior of they st ar;eembl building tmel #} . T b me ability co �'en�r a xaduce l may e existing of attic ventilation shallt i not; Y * beraericial co consi r additional venting whi gain resy,lt in a rand g the service litr Cho root. M - • Konailing wooed Dnck,s ; When replacing roof deck rn.5.y have to be r_na_l.ed i,a provisions of Chapt lra (High valet roof deck is usually concealed prior system) r ' 61. Ayer • a rnr�vin g t existing roof `s -el i9n4Cura, Data roofing, the 4 xistinc; wood accordance with the current i ty Hurricane zones) of the. (The to r ntrc,tOrla signature a y 1 Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings - M vInfC Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Component Notice of Acceptances Municipal Permit Application Owners Notification for Roofin Considerations Re- off • 0 L A s, 7. Any Requ red Roof Testing /Calculation Documentat' vi 7 . 123_01 -48 5/03 PAGE 1 Florida Building Code Edition 2002 High Velocity Hunicane Zone Uniform Permit Application Form. 1 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENT Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name Job Address Low Slope ❑ Asphaltic Shingles Section A (General Information) 0410A kJ nl F_ 160 Process No. idk• ROOF CATEGORY � ❑ Mechanically Fastened Tile 1 / Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Are there ❑ Prescriptive BUR - RAS 150 Gas Vent Stacks? / Yes No 1 ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof [2 ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones = • location of parapets. • : Imo: C.. a... : -1 ;- �eee e , J C C C C r q I i ki!1Lalllir a 111111 a C. p .....,. ,„„„„, 123_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, or identify N fy as NA') System Manufacturer. ( t iF NOA No.: 05 0 ! • aS Design Wind Pressures, From RAS 128 or Calculations: Pmax1: � Pmax2: 0.3 Pmax3: X3 Max. Design Pressure From the Specific NOA System: �a OP Gauge/Thickness: 3 / 1 / Slope: 46-1 Anchor/Base Sheet & No. of PIy(s): 1 -(4- Deck: Type: Anchor/Base Sheet Fastener/¢Onding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bo Top Insulation Size and Thickness: I/ / Top Insulation Layer. Section C (Low Sloped Roof System) �. kf ing Material: Top Insulation Fastener Qnding Material: Base Sheet(s) & No. of Ply(s): 1 --(p/ 4 7'5 Base Sheet Fastener/Bonding Material: t illinni Op lAt C (5/007(7- / // Ply Sheet(s) .& No. of Ply(s): .2 - 6�F pf� 6 Ply Sheet Faste r/B nding Materia o ar Top Ply — 04F '-ep_f Top Ply F,pst Jr/ B 49 Mkt 1 4 s � , A f Surfacing: C� ,vc/% J - — CrAl — RI 3 >6 7 - ; T3 r t.6 4 y Fastener Spacing for Anchor/Base Sheet Attachment Field: I ' oc © Lap, # Rows (11 / " oc Perimeter. (o " oc @ Lap, # Rows 3 © t° • oc Comer. G ' oc © Lap, # Rows S @ G .0c Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. sf Witco GAZ)".c re Jr . / 7 her "14 (OWAPI/A/e c" 44 ".rt /IVe4 2cfh v 1uo6e FT. Parapet Height , %N A/ /0 9 Mean Roof Height _76' 123_01-48 5/03 PAGE 3 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M` NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' — Roof Slope 2:2 34.4 36.5 38.2 39.1 422 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 6:12 26A 28.0 29.4 30.5 32A 7:12 24.4 25.9 27.1 28.2 30.0 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for M the values from M 1. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. M d 1 "Mo ent Based Tile Calculations Per RAS 127" (Pt: 7 ' 7 (' z? 1 m 13• ) — Mg: $"3s =m / NOA 11�3f•7 (P /bG• ( z ? ,) 7 ? -1 ) — Mg: 3' a� = NOA 11i 3 E. 7 (P /DG. � z x •JT(/ =p-1 -4v)- M Mri ,)-I NOA 11% 3k• 7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA 1S *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area•of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1 z 1: = z w• = ) - W: z cos 0: = F NOA F' (P2 : a l: _ : w: = ) — W: a cos 8: • F NOA F' (P zl: = z w:_ ) -W: Os 0: = F NOA F' Roof System Manufacturer: 5 — o Notice of Acceptance Number: t) ) - 1 / )6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7 - f P2: D2. 2 _ f P3: ) 2 ..) / Maximum Design Pressure (From the NOA Specific System): 3g 7 Method of tile attachment: ( .� Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsuiation: Ridge Ve ilatlon? ii 4 Fire Barrier. Mean Roof Height: / Y t- astener Type & Spacing:' u (i S f� - " , � abia/5 /o c Rftel dhesive Type: ype Cap Sheet: qD f oof Coverin Type & Size Drip dge: ,9 49- If& 123_01-48 5/03 PAGE4 t MIAM IO At7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODVCT CONTROL DIVISION rn?r mf ACC;EFTANCE N Almar (USA), Inc 6801 NW 77 Avenue Mlaml, FL 33166 t -DADE CoUNTY, FLORIDA METRO•DADE?LA L,ER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2va FAX (305) 375 -290 A SCOPE: This NOA id being issued under the applicable rules and regulations governing the use of constructic:l materials. The documentation submitted has been reviewed by Miami -bade County Product Control Division and accepted by the Beard of Rules and Appeals (BORA) to be used in Miami Dade County, and othet areas where z1kwcd by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami Dade County) and/or the A1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfo in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION; Altura "S" Clay Roof The LABELING: Each unit shall hear a permanent label with the manufacturer's blame or logo, city, state and following statement: "Miami.Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this IN shall be considered after a renewal application has been filed and there has beer. no change in the applicable building code negatively affecting the performance of this product. TERM CATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or ma of the product or pr oceas. Misuse of this NOA es an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply wit any section of this NOA snail be cause for termination and removal of NOA. ADVERTISEiMENT: The. NOA number preceded by the words Miami -Dad County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the sob site at the request of the Building Official. This NOA. consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, P.RC NOA No.: 02.1115.03 EIpiration Date: !.2116107 Approval Date: 12/12/02 rage 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Material: 1. SCOPE This renews roofing system using Apart One .Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. and described is Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using tho values listed in sectiot 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured 12v APpUcant Altusa One Piece 'S' Tile Trim Pieces Clip Clip Roofing Tilts Clay Dimensions L=18 Y." 'W = 10.5" VI" ibek nominal 3.25" high Length: varies Width: varies varying thickness L 6" D = 0.125" 1. &h 2" 0.0 S" thick 2.1 SUBMITTED EVIDENCE: etc Test Identifier The Comer for Applied 94 -083 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Teoheology, tee. - Redland Technologies 94 -084 25- 7200.1 Project No. 307025 Teat *MDC.78 MTS 520649 CLF- 003 -02 -01 7161.03; Appendix III Test SDeCificatlone TAS 112 Product Description High profsle clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications, TAS 112 Accessory dim, clay roofpicccs for use at hips, takes, ridges and valley terwinations, MenUfttetured for each tilt profile. PA 1 14 Tile clip PA 114 L Shaped tile clip Te tNaute/AeVQf �atG Static Uplift Testing April 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing Feb. 1995 PA 102 (Quick -Drive Screws, Battens) Wind Driven Rein Oct. 1994 PA 100 PA 102(A) PA 102 PA 102 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date: 11116/07 Approval Date: 12/1.2/02 Page 1a7 om r • n. I Ter Aeenty Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. TIIG Profile One Piero 'S' Tile Test Identifier 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 heroin. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof Slope unless stated otherwise by the underlayment material manufacturers published literanire. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. LNSTAL.LA,TION 4,1 Aims: 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Test iatateS : _ort Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (]Vail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw va. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 .25- 7804b -8 25- 7804.4& 5 25- 7848 -6 Table 1: Average Weight (W) and Dimensions (I x w ) weight W (Ibi) 6.9 Length.( (ft) 1.52 4-.o4 -onr i mar L 7 r 1 _innv k iu -kiu Di i 1 non Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 Wkith - w (ft) 0.875 NOA No.: 02 111543 Expiration Doc 12/16107 Approval Date: 12/12/02 Page 3 of 7 I4 -•e .ory reran rr ^n • r�� i Table 2: Aerod namlc Multi li re J. Tile t _�� Profile C Batten Application ; Direct De Application !Ono Piece 'S' Tito .:� -._ -- 0.274 I•-- --•--v Table 3: Restoring Moments s du to Gray( i • M (jt•Ibf 1 Tile -?- 3 ": 12" j 4 ": 12" : 5 ": 12" 3 ": 12" seat 1 7 ": 12" er or 1 Profile or sus , ;Ore Plea 'S' Battens Direct j Battens i Direct Battens 1 Oire,7t Battens ; Direct Battens Direct Tile Deck I Deck 1 4.47 5.3� 4.�p 1 4. -T2-(5-1.- 5.03 1 1 Deck , 6,2 4.31 3.15 5.03 4.08 1 c,g9 i Table 4: Attachment Resistance Expressed as a Moment • Mr (ft-ibf) - for Nail -On Systems Tile Fastener Type Direct Deck [ Direct Deck Battens 1 Profile (Min 15132" (Min. 19/32" plywood) plywood) One, Piece 'S' 2.101 Rln� Shank Nails Tile 1 -10d Smooth Or SCrew Shank Nell 28.6 5.1 28.7 28.7 a.o«.r.�r_r i t rar z .Jnn 41.2 10 4 2.8 2 - 10d Smooth or Screw I 0.2 Shank Nails_ 1 .#8 Screw 2 .#8 Screws 58.2 58 1-10d Smooth or Screw 23.1 23.1 Shank Nall ;Field CI' 1 -10d Smooth Or Screw 29.3 Shank nk Nail 'Cave CI 29.3 24.0 2 -10d Smooth or Screw 27.8 27.8 38 g `+ N/A Shank Neils (Field Clip 2-10d Smooth or Screw 28,8 1:x.0 I 38.1 38.1 41.8 Shenk Neils (Eatvo Clip) I 1 Screw with Attune Clip (See clip detailed One Piece '3'') 1 Screw with Clip (et the '. 187.1 r 187.1 NiA Til® hBad of tile) One Piece "S' 1 Screw with clip (at the 35.2 3 .2 - N/A i 1 tie' water course of tile) 1 Screw msist be inet811ed In _s Inside Hall hoe located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment 844 (ft•(bf) for Two Pa Adhoelve Sot S stems Tile Tile Application Minimum Attachment Profile One Ciecm ` ' Tlla _ Adflesiv ---- ---. -- Resistance component a 9 -3 � 2 Sae manufactures com po approval for tntrteliatlon raWt remanta. 3 Flexible Products Company'nleBond Average weight per patty 10.7 gram Po) cm Product Inc, Averaf welettt per patty 8 grams, NOA No.: 02- 111543 »xptratton Date: 17/36/07 Approval Date: 12/12/02 Page, 4 of 7 r'CV'1� :r?n:r171 • Tah1e 5A: Attachment Resistance Expretlset as 8 Moment - tiff (ft -1b1) Tile for Single Pa Adhasive Set S stems Tile Application Minimum Attachment Profile aam Polyaro *M Resistance PolyfaAm Pofyf7ro , — 88 5 4 Cs add tax of 83 rams ofPoI yPfOrM 5 Medium Padd Y Placem €nt of 24 crams of Pol yProTM ono Nom 'S' Ilia Table 56: Attachment Resistance Expressed as a Moment - M((ft -Ibf) for Mortar Set Systems Tile 1— Tits — ' ° `Y Attachment - - - Profile -- Ap Ilcatton Resistance One Piece 'S' Tile S 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT REQUIREMENTS 61 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable. building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE 'S' CLAY ROOF TILE hOI,ocr 1 rar i r I _JnrrJ A ILI�I.IN'�1L'7 I T not i NOA No. 02- 1115.03 Explradon NW; 12( 16!07 Approval Date: 12112/02 Paga 5 of 7 if••ca c7 ;Mr' ,era • • T Trill CLIP WITH O.WE (1) 8CRE\Y ATTACHED TO DECK 'SPANISH r Tax BYALIVISe -— (Trv.) CLIP DETAILS 2.1/r OV RLAP IcOVQRS PIN HOLE] �.; 1.MSi�tSaY,r -- SCREWY IN THE INSIOE HOLE NEAREEr TO THE HUMP OP THE TILE ^— --0 C LI P +,oi•-•Dor rrar » t I �rTnv l`z '.j 1 I T (771.1 NOAH Ol- LII5 • E_pIrattaDaae:.1WL06Z =; • Approval t te.'1 %02 ' I r,•c•'i '171 .717 :rtl .'or somemoun cuP arm onto "sIPPNISH ." SILZ 1ST 'ALTURA (TYP,) . . 'es! 71 ccomki PLANDICEWT DaTAIL CLIP DETAILS (CON'T) Z vr (7Yritt.A? (CONIPra 7114 KW) END OF MB ACCEPTANCE DECK 1 3CASzi N THe et= tax itOte ne*e o Tofk RUMP OF THE : NOA No.: 02 , - DatP: 1 .112102 pak7*1 ek.4 tQl.. 1 nn>j 1,1 Crlq.7/171,7/q2 MOO 11 2004 08:34 FR ERADCO SUPPLY h1 1 A h,1 I CApE PLRADLIAM CONTROL NOTICE OF ACCEPTANCE I'olyroarn Products, Inc. 2400 Spring- Stucbner Road Spring' ,TX. 77383 -1132 Your application for Notice o r Acceptancc ;NOA) of: Two Component Polyurcthenc Fawn Adhesive under Chapter 8 of thc Code or Miami -Dace County governing the use of Alternate Materials and Types or Construction. and completely di:icribed herein, has been recommended toraceepcance by the Miami -Dade County Building Code Compliance Offia (BCCO) under the conditions speei [led herein. This NOA shall not be valid afcer the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's' plant ror quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such Product or material immediately. BCCO reserves the right to revot;.e this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building; Code.. The expense ofsucil testing will be incurred by Ow manufacturer ACCEPTANCE NO.:01 -t1,j 5�2-t.112 EXPIRES: 05/10/2006 A 14'110\1F:1): 0 305 836 2152 TO 3057588484 P.01 �1IA `71 -D OE COUNTY. FLORIDA h(ETR,O.DAI)E FLAG LEI? BUILDING OUILDING COnE COMPLIANCE OFFICE NET20 -C.DC t°L,\GLfiR Ct.:1LDINr 1.13 \c'1 :ST FI- AOI.CR sTrtrx. '. UITI; um) Mllt►!I. r'LORRIDA3)1) -ISSi C305)375-290: FAN i)OS) 375- 291)n TFI1S TS'11 COVTeRSIIEF.T 51tE ADDITIONAL I'AGr.s FOR SPF.CI FTC AND G NK:Rrt,,J TNP!TTONS 13UILDWG CODE & PROri'UCT RF.vTEW CO M VI1TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miatni -Dade County, Florida under the conditions set forth above. r;)I4 r1t,tC1'(JR I.it" VINSINC::H :V )N 005)) VAN (30)37 <•2$Si1 CONTRA C1'011. 14NPORC} N, I N I' OlvIst0N OW) ]75-2 (30S)37 S -74t1I1 /21/ Raul Rodriguez Cli■ei Control Divkioir I'ILOMuC I' CONTROL DIVISION 001375-2402 ()VS) )72 -0]4 l=rzioeisco J. (Ltiiiirma, R.A- Direetor NSianli -D ;ul� Cnunty 11u11 :1ing Code Complirtncc Oflicc '•I 104500011pe2000tkcrWi3tr:lnnaCa aCC Fiance ewer' o;e. t 1 INICfncat mail addre%i;. r ostmrstcrEbuiltliuscncleonlinc .cuin ! 11 IIwpat;c: Itttn:llwvew.17uihtuinge ton linc.co n NOV 41 2004 03:35 FR BRABC0 SUPPLY Pnlvfo:rm Products. Inc. ACCEPTANCE r o.: 01- 0021_02 ROOFING ASSEMInL.Y APPROVAL. Cnteec1: Roofing Sul- C.►trenry: Root Tile l:dhc: ivc tr.t iaisr Polyurethane 1. SCOPE This approves Polyprod A.T•1660 us manufactured by Poly foam Pruduct$, Inc. as described in Section 2 ol'this Notice ot'Acceptance. for the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in crompli:tnce with Rooting Application Standard RAS 1.27, for use with spproved +tat, low, and high profile root tiles system using Polyprotlu AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system tiir double patty systems 2. PRODUCT DESCRIPTION Manufactured by Tcsc Product �rliC:tnt nittiCns fl,ti S Test 7gsrirtinn Polyproia Al - 1160 N/A PA 101 Two 'component polyurethane. ronmprod RTf 1000 NIA Dispensing Equipment ProPacktTD 30 Se 100 NIA 2.1 Components or products nr:tnuf tcturetl by others: Any Miami-Dade County Product Control Acccplcr Roo(Tiic A scmbly having i current NOA which list uplift resistance values with the use of Polyprc A11160 roof adhcsiv_. 2.2 Typical Physical Properties: paperty. Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tcnsile Strength Water Absorption ■o +90tre Vapor Transmission Dimensional St,btltjy ASTM D 1623 ASTM D 2:27 ASTM E 95 ASTM D 2 :26 2 305 836 2152 TO 3057586484 P.02 1.6 11b3Jft. 18 PST Pnfal(eI to rise 12 PST Perpeitdicolar to rise :18 l S1 Parallel to rise 0.081,b5Jrt 11 Perm / inch Approval Untc:.hu e 14 2001 Expiration Date: MAN 10, 2006 RCSU1ts Dispcnsing Equipment 40,07% Volume Grangef -40 f`._ 2 weeks Vrzlun,c Chin} c: (ltimiclity. 2 wc■k,a (rank Lttlnaga, RRC Product Control Isxantiner N01. 11 2004 08:35 FR BRiiDrCO SUPPLY r , 305 836 2152 TO 3057588484 PoIvf_ earn Pr nducts. Tnc, ACCEPTANCE No.. 01- 0521.02 Note: The physicAl properties listed above me presented its lypicnt r vCnrge value, ns determined by accepted ASThi test methods nod are subject to norrtml man u v;,rintion. 3 . LIMITATIONS 3,1 Tire clz:ssification is not part of this acceptance. Assembly for are ratinu 3.2 3.3 1'olyproC AI shall solely be used with flat, Minimum underl;zyments shall be in cornpl:a,1 Standard RAS 120. 3.4 RoUfTile manufactures acquiring acceptance rile adhesive with their t a he assemblies shall test in accordance with r A 1 0. 1 . G (1 roof 3 . 5 Roof Tile manufactures acquiring acceptance for two paddy placement with The. use of Poiyprotp, {160 roof tile adhesive with their tilt assemblies shall test in ac:ordt►nce with PA 101 .and with section 10,4 as modified herein. 1 J _ �h tuts 4. INSTALLATION 4.1 Polypro0 AH 160 may be used with any roof tilt asserrt')1 having lists uplift resistance value with the use o; Polyproii Al_!160. a current NOA that 4 .2 Polyproe A1.1160 shall be applied in compliance '.vith the Component Application section and the corresponding Placement Details noted herein The roof the assembly's adhesive attac1t,ncnt with the use of Palyprorj Al-1160 shall provide sufficient a!tttCllmcr:t resistance, expressed as an uplift based system, to meet Or excec;i the uplift resistance determined in compliance with h•fiarni -Dade Courtly Roofing Application Standards RAS 127. The adhesive <attacl,nicnl data Is noted in the roof tile assembly NOA 4..3 Pofyprot� AI-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard It;ti.S 120, and Polyprok� Af•I 1 60 Operating Instruction and Maintenance Booklet foam Products. Inc. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' by Polyfoam Products, Inc. Polytoam Products Inc. shall II supply a !ist of approved licensed applicators to the authority having jerisdiction. 4.5 Calibration of the FoamproO dispensin5 equipment is required before application of arty adhesive. The mix ratio between the "A'' component and 14 "3" component shall be miintained between 1.0 -1,15 (A) : 1.0 (0), deliver 0.0175 l0 0.15 pounds per tile as determ :IL ca l` brat shall be her shall be approved. settings 4 . 6 PolyproZ AN 160 shall be applied with Foarnpro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4 . 7 Polyprotgl AFt 160 shalt not be cxpo3cd perrnnr,ontly to sonar 3 Rae,' to the Prepared RootTile low, 4f: high the profiles. with the Roofing Application f r�t�k Guloab;t, R1ZC -•____ PrOdiICL Control C.' t utter P.03 NOR) '11 2004 08:36 FR BRADCO SUPPLY Pvl r(_2 nl ProcfuNs, Inc ACCEPTANCE No.. 01- 0521,02 4.13 Ti le, must be adhered ,r1 Ores y .� minutes after Polyprop A }1160 hc,s bccr dispensed ate n1. be set wit,tiin 2't 4•9 f'olyprue, AH < GC laccrncn and t and r.iitt mum patty weight shall be in accordance with the 'Placement Details' herein. Gacit generic the prot)Ic requires 1)10 specific placement doted herein. 1t111CSr _t i. , CCtt It 1'or`ta i< a 1 ' -- Y'ileNrofile P7[enicut r, I ( Single ! t,ddy WciRhtT Trl � y -�- ew wo Pudg � '�Ci o hc l ft l 1--- ""_3,_,_- – i -- ram; i 1 7i ic �L' Gn C7j� 1,1 ~ ` � j ( }sl at r H L ow, Hi h PrOrieS iSlt Profit: (2 Piecc Barrel) Plat, Loty �rorlus Pligh 1 Plat, Loo I fa P T 5 . LADELING 305 83E 2152 TO 3057558484 rt1irt. (l;r.utts) per prickly hfirt. AJ1 .PolyproS AI containers shall comply with the Standard Conditions listed h+ 6 . BUILDING PERMIT' Rl✓. _rein. QUt,rtEtvlC;� IS 6 .1 As required by the Suilding Official or 7l ; d �, properly evaluate Elie installation or'this vstem Building Lode in order to 3 Prank Zulonga, RAC Product Control Examiner P.04 �+ ima • NOV .1 1 2004 08:36 FR ERADCO SUPPLY P y o r2 Produces rnc. 305 836 2152 TO 3057588484 ACCEPTANCE N ; 01- 0531.Q2 A Ui [E51 vE PLACEMENT DETAIi_ 1 S;1'CLF. PATTI k117;7,4p,7ula acmem � PId 4y � nAuin,dq \ /'` 1 H611 evil* ]I54i1= :cMn+ U • d/narr; era 1 VAG 6111 1T .1 \ '.� --- el l Cwru only Yin l IAI I L1 f pawl I a, u: into ■hoophole, :Pe V :bold Ln Claee -o )11, IhrpuJih p lafde el.D I6V40 6111)• X660 701■0• apple,. a i, Ilea rat motes e1 dCy IN.ne,m nkl •—� i7.1 Gilles 3 10 1 r lowYsto Xnep aolae,te aalYen ` ~I Molars Mot. 1 la up r "•ephol _ �G- _..�.. Cdr oepa I l ROtc 411a,gh Onr lme Ip ptnlY. r 1)10 41u11 fnovl In .an1.1;1 ■•la Ina g ,n rla \ 1: �M12f6uf oah40 dear ?be, ae lg r9 11,, ^., 'tam 6rb114 §d §e el et.rr 04. 11,41I Vital MO ■•• Lis Co". — • F. air It +I4.71 rhle41.1l4 rwJ Oplkul Plorgela Nano In a,rr,[m41 .fills ar Id. Slrrtli4� Prank elk 2::11oab:,, itRC r'rcciucc Cc)urro! Esamin,;r P.05 NOL) •11 2004 08 :37 FR BRADCO SUPPLY P_Qhfolrn Products Inc feronn pastk: cement Pedenaeneetene1 N k . ■ In\ .,)•• 2 ft, J through PIIc cem:en! Uneeri.iymene \ . eneguge poelLe. cement Ureic/laymen! Uedeti.:rfnen.. E.Ivf CCult ACCEPTANCE No. 01-0521.02 ADHESIVE PLACENIENT DCTAft.. 2 SINGLE' PArry 6 305 836 2152 TO 3057588484 Pisa) Fli Vicr;11:1. :zwr r emigre PuJi !•rej Eh( C.olgli RAC.: • Prothict Coutrol Examiner lin empt P . 06 led u tri (IOU ' 1 1 2004 08:37 FR BRADCO SUPPLY . Polyfozm Products, Inc_ 2 in. 4 1n. r �2 in. Y1in. medium sin 4s411 Wily Niels ccurseasly .;ogle paddy ocrwcen Cie Nall through plastic cement ] II,. 1 i3in. Single paddy an w1alr- leyn'e Single paddy an lop of Ws Single paddy under the ADIIESIVE PLACEN DET.. L 3 DOU131_E PATTY Mile IhrovgP plastic cement Single )addy on too of the '4 `. 71n.l3ln. Single paddy en Jndcdaymenl Era Coarse Psdcy (undo( tile) l 7 305 836 2152 TO 3057588484 P.07 ACCEP'TAN'CE No, 01- 0521.02 'Idil tnfcugn Plast:: _erecnt / `� Undenamerl 1 NJ r� 31n.x3 in. Single paddy an Wider• layntt•nt Single pcddy on top of the Ess : :o e u r e 2 In. e 7 k. Tedium site paddy ease eourso only Fa564 Single paddy under Ills Single paddy between the e 7 in. medium On paddy eve cur only rr:ttlk Zt' o tv, K1'r. Product Coffin)! Cxal1',incr Fascia Weephsle ■- Eaw sloame 04 edge .NOLr 1 1 P004 @8:37 FR BRABCCI SUPPLY Pctlyfoartl Product .rr ACCEPT.INCC No.. ( -QS I I. Rencwal :utd (h,; o o f,ni1 Acceptance (1 Ppro , ..al) shall be cr;nsici�r�.:c! doLUrllt n[ including renewal ac has . der than ri Fitt ftS iding l�;,t -:� Pporlin + �t'��t �tcd � :1r, W ) years. � d;tla. �nyurvernty doru:f art: no Any and ill al'Pi'o' products hhall be star, and the r o v ed ii;, pernr :urcn(l�' 1 a11�iec1 , tith die ntan,riicturcls nn,ne, city, t s peciiic:llly stir e d in the specific • „• p } rodtrt I Control ,1ltprrwll" � Renewals planrr:. or as of .Acceptance , +, n. !'her;. has been il; not be cortsjdcr:d if change in the South Florida Duildin . Cu product and the product is not in c 1~ Jc affecting b. The product is tic longer the same product ,�� � tile evaluation et' thir tJl Ow cod,: C1' „nye • It the Acceptance holder his not complied r tv r iLll l) Jr the one originally :� ([h iLJ. including the correct installatio of dlc pro duce. 71t the rciruirCm rtts o( [hi accu a. The cn;in4t;r w1, ; G originally (,ro 7red nc and ti submitted, is r10 lOrt err p practicing lgin d g p o the required dOCttrtlCntaliDll initially b N � rho cr,(!,n,:�rin,t,+ prar�ssior, 4 Any , revision or change autyrne + c in th` materials, use. t�nch'o } a= cause for LCrn1it11G0;t 5f this r nlanu fa[lltrC of the product or r rt: automati ((hn,ugh the filing r' Acceptance, unless approval a,: shall uc. !, u. a revision a prier written aFtProv tl it b been pplic tion with appropriate u,) and rra,,ted by lJtis 3 . Any ufthe following shall also Ix: founds for rcrnoe.)l of this Acceptan a. UnSali5F.�ctoryy perfont of rail pro or i� anc:•• Misuse Of 11115 Acceptance process, U i s t ce as i n Citdorcontc_n or' :u iv pruL'ucr, ICr purposes. sales, 3 db'cr7i5itl + 6 The Notice i i ta � or any o Acc pt:rwc number preceded d b b`• rate ti cpir or chit may t ! ate tlor.ds •`Ii ;trnt -Dade by is displayed, to } b displayed in aclverlisitig literature” i f any portion l ion o , and followed cd lltc'1 , (sh;lll be dale i n ,t, Cll flfwh, pUrtin of rate Notice oficc or` A copy of lltis Acceptance as well as ,1 pp rQV,. to the user by the ,ltonuf3,:turcr o d i dro\: flags aid oilier nc the j ob situ at all tint," The h cs distributo and shall availabl reor inspection shall be provided t J SrnCCr need not resr:af the Curates" t �r Inspcclion at & Failure t1CC, e to comply With any section of this Acceptance shall Pc cause thr termination and rc,no> aI of 9 • This Noeicc of Acceptance Consivs of paScs I tJtrouSir R • END OF TN ISACCEPTANCE 305 8:36 215:? TO 3057588464 ;;:tiloaga, 1232C P.08 • TOTAL PAGE .06 *'+ MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix TM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix TM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 4601 ASTM D4601 ASTM D 2178 Product Description Asphalt concrete pruner used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 ' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3. rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GA1+Tfl'E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of G ti , GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID M • ' Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofmg Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimums" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc.. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems Page 1 of 55 Previous Page "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR AME /showpage.html ?name =TG... 10/22/04 TqFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FR AME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. 1 Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2.. Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Class A Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". http://database.ul.com/cgi-bin/XYV/template/I.ISEXT/1FR A ME/showpage.html?name=TG... 10/22/04 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Avoication is hereby u►nde for the approval of the detailed stats:ment u► use plans and specifications herewith submitted for the build ins or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws n( the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the duilding Division of Miami Shores Village shall be complied with, whether herein speciHied or not. A copy of approved plans and specifications must be kept at building during pregress of the work. Owner's Name and Address . <]ona1.11 LantaliA 00 00 State t to noo (.. n O L L o p building a * 7� ve M~ d ec. 6 82 n.a..._..._ . .._ ....�.... — 7 - - 6 . • too A'5:t- • _ No _........__. Street_._ _ Registered Architect and /or Engineer ,� Name and ad n K dress of licensed contractoI.. owt o Location and legal description of lot to be built on: Lot Block Subdivision ... ... _ Street and Number where work Is to be done 246 N. . 100At /too ' .ins an. 7 epta Et iviA Said. d. i.71.9..Ce gr• setae - on- tt It. — and for no ether purpose. New Bui!ding Remodeling Addition Repairs X No. of Stories To be constructed of )Ind of foundation Roof Covering /9 Estimated Total cost of improvements 1 725 Amount of Permit s& . 20.00 .. Zone cubage required Plan Cubsge Distance to next nearest building. Sire of Budding Lot Mtaaunun► live loseto be borne by cash floor 1 hereby submit aU the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The un'tcrsigncd applicant for this building permit does hereby certify that he u0dcri ands and accepts his obligations as an employer • of Lib under the Florida Workmen's Compensation Act, being Section 5006, Compiled Central Laws of Florida, Permanent Stull sleuient, . anti h.si complied Neill► the previsions thereof, and will require similar compliance from all contractors or sub - contractors employed by hint in the work to be performed under this permit; end will post or cause to be posted for inspection on the site of the work such laic notice' - or notices as are required by the Act. The undersigned agrees to employ only such subcon • • ors, oo work M . . ' under this permit. as are licensed by Miami Shores Village. Remarks _•__ (Sign STATE OF FLORIDA. t COUNTY OF DADE. I as' Before me, the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally' ap- peared Permit No...... Disapproved (Signed) Chairman J1! �...... Date 1p Date. Notary Public, State of Florida Building Inspector My Commission Expires.. Read, Sworn to and Subscribed before me. ......to the well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. PLANNING BOARD DATE . Member Member 1 Member ...._........_ Y , • Member Member Coi►nc►i Approved Date Disapproved Date NOTE. A ch.,rge of $1.00 will be made for making corrections or changes to this application after apptim•al has been obtained Ireton tl'e Ilu.►rtl A ►c n i• t„ a lien fee of 11.00 will be charged when such re- inspection Is made necessary by Improper notice for inspection or faulty .s materials anu /or workmanship. Owner's Name and Address ._ 9"`1. . ' t,/V MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor ;G _ Location and legal description of lot to be built on: Lot Block Subddh4ion Street and Number where work is to be done.2 ve f d e__._C 6 S tate work to be done and purp se of uilding (by floors) � �!'- _ _ -- - - ? -.. . ..., c* 0-/9 . • Building Inspector Da te.._ S� ,190 4 Street__ /o fi 3x.2 , New Building l � Remodeling e. Addition To be constructed of Kirtpy of foundation Estimated Total cost of improvements $.... ,.__ ,.r__a.. ' Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Repairs Roof Covering and r no other purpose. No. of Stories STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ' 3 7 Date 6 1 C Read, Sworn to and Subscribed before me. Disapproved ' Date..-.( i (Signed) Notary Public, State of Florida My Commission Expires NING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot DATE 19 ❑ PERMIT N9 337 Contractor s License No. ❑ Work to be performed under this Permi CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA B1 Subdi- vision Value of Project $ II Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorou h knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. BY: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ABBOT PRINT MIAMI SHORES VILLAGE. FLORIDA ELECTRICAL ❑ DATE r r 1951_ PLUMBING ❑ PERMIT N9 7930 Contractor's f License No BUILDING ❑ ROOFING ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER Roo BI. Subdi- vision t6 8q. Ft Value of Project $ Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed• BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 0E9017 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application' is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date CS� 0 G . , Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done... iz laa State work to be done and purpose of building (by floors) 7 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundatioro_ Roof Covering / 1 a Estimated Total cost of improvements $ Q . Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice n or notices as are required by the Act. The undersigned agrees to employ only such sub ontractors, o work to be performed under this i permit, as are licensed by Miami Shores Village. � � Remarks (Signed ):G:_ k ^ � � STATE OF FLORIDA, I COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the pregoing application, and that he did sign the same, and that all facts therein by him stated are true. 7 .3 Permit No Date /0 -(G Rea', Sworn to and Subscribed before me. Disapproved z.dv Date -- otary Public, State of Florida (Signed) Building Inspector My Commission •'res NNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.